CN107132112A - The test device of bituminous paving interlayer shearing strength - Google Patents

The test device of bituminous paving interlayer shearing strength Download PDF

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Publication number
CN107132112A
CN107132112A CN201710448156.XA CN201710448156A CN107132112A CN 107132112 A CN107132112 A CN 107132112A CN 201710448156 A CN201710448156 A CN 201710448156A CN 107132112 A CN107132112 A CN 107132112A
Authority
CN
China
Prior art keywords
frame plate
bituminous paving
jack
base
shearing strength
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710448156.XA
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Chinese (zh)
Inventor
王岚
王利强
郭莹莹
刘成武
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Inner Mongolia University of Technology
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Inner Mongolia University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Inner Mongolia University of Technology filed Critical Inner Mongolia University of Technology
Priority to CN201710448156.XA priority Critical patent/CN107132112A/en
Publication of CN107132112A publication Critical patent/CN107132112A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/24Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The measurement apparatus of bituminous paving interlayer shearing strength disclosed by the invention, it is to fix vertical frame plate in base both sides, top fixes transverse frame plate and forms firm reaction frame, clamp has with moving fixture for mobilizable circular sleeve and being connected by fastening bolt, clamp tool side is fixed on base, align and be placed on clamp tool above and below dynamic fixture, one proving ring is respectively set in dynamic fixture level and vertical direction, two proving ring opposite sides set jack between vertical frame plate and transverse frame plate respectively.The vertical load on actual road surface is simulated by vertical jack, level jack, which is further applied load, makes two aspects of bituminous paving be destroyed at Coating combination by shear action, the pressure value that jack applies when being destroyed by proving ring, its shear strength parameter is obtained by calculating.High with actual conditions simulating degree, equipment is simple, easy to operate, tests accurate advantage, is a kind of test device of preferable bituminous paving interlayer shearing strength.

Description

The test device of bituminous paving interlayer shearing strength
Technical field
The present invention relates to a kind of test device, specifically a kind of test device of bituminous paving interlayer shearing strength belongs to Field of road.
Background technology
Bituminous paving is the principal mode of current highway in China, and the quality of its pavement performance directly influences national economy Development, so the construction and maintenance of bituminous paving are all especially important.Simultaneously to the various diseases of bituminous paving appearance in use Also it can not be ignored, in the common disease of current bituminous paving, including including passage, Yong Bao, rut, due to structural or material Caused by the shearing strength problem of material.Therefore, the test for bituminous paving interlayer shearing strength, which just turns into, evaluates bituminous paving One of important indicator of pavement performance, is particularly important so being measured using simple and effective test device to it.Mesh Before, bituminous paving interlayer shearing strength mainly passes through direct shear test, oblique scissor test, non-limiting shearing test and pull-out test Measure, above-mentioned experiment is required to each supporting special fixture and coordinates realization jointly with universal testing machine (MTS), and omnipotent examination Test machine due to it is expensive cause using unit can not universal adapted, testing equipment is wanted so existing test device is present Ask high and be difficult to popularization and application, to the not high technological deficiency of actual conditions simulating degree, at present still without a kind of preferable asphalt road The test device of face inter-layer shearing strength.
The content of the invention
, can conveniently, rapidly, accurately it is an object of the invention to provide a kind of measurement apparatus of bituminous paving interlayer shearing strength The inter-layer shearing strength for measuring each layer of bituminous paving.
The present invention is achieved by the following technical solutions:
Fixed vertical frame plate is respectively perpendicular in base both sides, fixing transverse frame plate parallel to base on two vertical frame plate tops forms Firm reaction frame, clamp have with move fixture be mobilizable circular sleeve and be connected by two, outside fastening bolt and Be fixed on into, clamp tool side on base, align and be placed on clamp tool above and below dynamic fixture, dynamic fixture horizontal direction with it is vertical One proving ring is respectively set on direction, and two proving ring opposite sides set jack between vertical frame plate and transverse frame plate respectively.
The present invention simulates the vertical load on actual road surface by vertical jack, and being further applied load by level jack makes drip Blue or green two aspects in road surface are destroyed at Coating combination by shear action, the pressure that jack applies when being destroyed by proving ring Force value, its shear strength parameter is obtained by calculating.High with actual conditions simulating degree, equipment is simple, easy to operate, and test is accurate True advantage, is a kind of test device of preferable bituminous paving interlayer shearing strength.
Brief description of the drawings
Accompanying drawing 1 is the main structure diagram of the present invention.
Accompanying drawing 2 be accompanying drawing 1 of the present invention along A-A to top view cross section structural representation.
Description of reference numerals is as follows:Base 1, vertical frame plate 2, transverse frame plate 3, clamp tool 4 moves fixture 5, fastening bolt 6 is very heavy Top 7, proving ring 8, test specimen 9.
Embodiment
With reference to specific embodiment, the present invention is described in detail with accompanying drawing.
Fixed vertical frame plate 2 is respectively perpendicular in the both sides of base 1, crossbearer is fixed parallel to base 1 on two tops of vertical frame plate 2 The firm reaction frame of the formation of plate 3, clamp tool 4 is two mobilizable circular sleeves and tight by two, outside with dynamic fixture 5 Fixing bolt 6 is formed by connecting, and clamp has 4 sides and is fixed on base 1, and dynamic fixture is aligned about 5 to be placed on clamp tool 4, dynamic One proving ring 8 is respectively set in the horizontal direction of fixture 5 and vertical direction, two opposite sides of proving ring 8 respectively with vertical frame plate 2 with it is horizontal Jack 7 is set between frame plate 3.
Base 1 of the present invention, vertical frame plate 2 and transverse frame plate 3 are high-strength steel sheet, and all junctions use welding side Formula secure weld, the clamp tool 4 is the identical and disconnected from each other circular sleeve of two shapes with dynamic fixture 5, and clamp tool 4 is solid It is scheduled on another wing base 1 of the proving ring 8 of horizontal positioned, cushion block is provided below in proving ring 8 and the jack 7 of horizontal positioned It is set to have 4 holding levels with clamp.
Above-mentioned embodiment is a preferred embodiment of the present invention, is not intended to limit the specific reality of the present invention Right is granted, all any equivalent modifications according to described in institute's patent protection scope of the present invention all should be included in In the range of present patent application.
The following is specifically used and operating procedure of the invention, help to be even further appreciated that the present invention.
From the random coring of bituminous paving or by laboratory shaping test piece, experiment test specimen is obtained, sample dimensions ginseng is measured Number, loads clamp tool with moving in fixture by test specimen, adjustment test specimen position, the interlayer of different layers is had and dynamic folder just at clamp At the gap of tool, fastening bolt is tightened.Adjust proving ring, the jack placed vertically, make proving ring, jack and fix Test specimen three is centrally located at same vertical line, then fixes this and very heavy peaks on transverse frame plate.According to sample dimensions, it is considered to actual road Area load σ (specification σ=0.7MPa), calculates the force value P that the jack placed vertically needs to apply1(formula isBy adjusting jack stroke, above-mentioned power P is applied by proving ring1In test specimen, by the dynamometry of horizontal positioned Ring, jack, which are adjusted to have middle part same level with clamp, highly to be located, and is then fixed this and very heavy is peaked at the vertical frame plate placed vertically On, adjustment jack stroke makes it just contact, and now pressure indication is 0, next very heavy with 50mm/min speed control Top is advanced, and can clearly read that the pressure value of test specimen must be acted on proving ring, until test specimen is by shear compression failure, reads failing load P2.Remove jack, proving ring and test specimen.

Claims (4)

1. the test device of bituminous paving interlayer shearing strength, it is characterised in that:Base (1) both sides are respectively perpendicular fixed vertical frame plate (2), form firm reaction frame parallel to the fixed transverse frame plate (3) of base (1) on two vertical frame plate (2) tops, clamp tool (4) with Dynamic fixture (5) is that mobilizable circular sleeve is formed by connecting by two, outside fastening bolt (6), and clamp tool (4) side is solid It is scheduled on base (1), dynamic fixture (5) is aligned up and down to be placed on clamp tool (4), in dynamic fixture (5) horizontal direction and Vertical Square One proving ring (8) is respectively set upwards, and two proving ring (8) opposite sides are set between vertical frame plate (2) and transverse frame plate (3) respectively Jack (7).
2. the test device of bituminous paving interlayer shearing strength according to claim 1, it is characterised in that:It is base (1), perpendicular Frame plate (2) and transverse frame plate (3) are high-strength steel sheet, and all junctions use welding manner secure weld.
3. the test device of bituminous paving interlayer shearing strength according to claim 1, it is characterised in that:Clamp has (4) It is the identical and disconnected from each other half circular sleeve of two shapes with dynamic fixture (5), clamp tool (4) is integrally fixed at the survey of horizontal positioned On power ring (8) another wing base (1).
4. the test device of bituminous paving interlayer shearing strength according to claim 1, it is characterised in that:In horizontal positioned Proving ring (8) and jack (7) cushion block be provided below itself and clamp tool (4) is kept level.
CN201710448156.XA 2017-06-14 2017-06-14 The test device of bituminous paving interlayer shearing strength Pending CN107132112A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710448156.XA CN107132112A (en) 2017-06-14 2017-06-14 The test device of bituminous paving interlayer shearing strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710448156.XA CN107132112A (en) 2017-06-14 2017-06-14 The test device of bituminous paving interlayer shearing strength

Publications (1)

Publication Number Publication Date
CN107132112A true CN107132112A (en) 2017-09-05

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Application Number Title Priority Date Filing Date
CN201710448156.XA Pending CN107132112A (en) 2017-06-14 2017-06-14 The test device of bituminous paving interlayer shearing strength

Country Status (1)

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CN (1) CN107132112A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110174349A (en) * 2019-05-09 2019-08-27 太原理工大学 High temperature down-pressing type steel plate and concrete composite plate push out test device and method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2330431A1 (en) * 2001-01-08 2002-07-08 Stephen Norman Goodman In situ shear strength test facility
CN203310708U (en) * 2013-06-13 2013-11-27 内蒙古工业大学 Interlayer shearing device for testing bonding characteristic of bridge bituminous concrete paving structure
CN204514733U (en) * 2015-04-09 2015-07-29 长安大学 A kind of bituminous pavement right cylinder test specimen interlayer pressurization boxshear apparatus
CN206906141U (en) * 2017-06-14 2018-01-19 内蒙古工业大学 The test device of bituminous paving interlayer shearing strength

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2330431A1 (en) * 2001-01-08 2002-07-08 Stephen Norman Goodman In situ shear strength test facility
CN203310708U (en) * 2013-06-13 2013-11-27 内蒙古工业大学 Interlayer shearing device for testing bonding characteristic of bridge bituminous concrete paving structure
CN204514733U (en) * 2015-04-09 2015-07-29 长安大学 A kind of bituminous pavement right cylinder test specimen interlayer pressurization boxshear apparatus
CN206906141U (en) * 2017-06-14 2018-01-19 内蒙古工业大学 The test device of bituminous paving interlayer shearing strength

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110174349A (en) * 2019-05-09 2019-08-27 太原理工大学 High temperature down-pressing type steel plate and concrete composite plate push out test device and method
CN110174349B (en) * 2019-05-09 2022-02-18 太原理工大学 Push-out test device and method for high-temperature compression steel plate-concrete composite plate

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Application publication date: 20170905

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